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HomeMy WebLinkAbout003 SP101 Site DetailsSHEET NUMBER PROJECT CODE PROJECT ADDRESS ARCHITECT RETAINS COPYRIGHT TO THESE DRAWINGS. DRAWINGS ARE ONLY FOR USE FOR PROJECT NAMED ON DRAWING SHEET AND MAY NOT BE REPRODUCED OR USED FOR OTHER PURPOSES WITHOUT WRITTEN PERMISSION FROM ARCHITECT. SP101 NWB WEST PARK NEIGHBORHOOD SITE DETAIL LOT R1A NORTON RANCH SUBDIVISION SITE PLAN REVIEW 106 EAST BABCOCK STREET SUITE 1A BOZEMAN, MT 59715 SHEET NAME PROJECT NAME DRAWING REVISIONS DRAWING ISSUE DATE DRAWING ISSUED FOR 12/02/2022 PHONE: (406) 582-8988 2" 5' - 10"5' - 10"2" 3' - 10"2" 8 YARD SEE SITE PLAN RECY. A101 5 2" 4' - 10" 4' - 10" 2" 10' - 0" 12' - 0" 4' - 0" 2" 2' - 8" 3' - 4" 3' - 8" 2" EQ 4' - 0" EQ CONCRETE FILLED 6" O.D. STEEL PIPE BOLLARD, 36" ABOVE SLAB, MATTE BLACK PAINT FINISH, TYP. CONCRETE PIER (TYP.) 180 DEG. MIN. GATE SWING (TYP.) CONCRETE SLAB, THICKENED EDGE @ PERIMETER 1/8" PLATE STEEL, NATURAL FINISH 4"X4"X3/16" STEEL TUBE COLUMN W/ EXPOSED END CAP - MATTE BLACK PAINT FINISH (TYP.) 4"X4"X3/16" TUBE STEELCOLUMN WITH EXPOSED END CAPPED, MATTE BLACK PAINT FINISH (TYP.) MIN. 3' - 0" 10' - 0" 3/4" GATE HINGE BOLT 1/8" PLATE STEEL, BOLTED TO STRUCTURE, NATURAL FINISH, TYP. WELD HINGE TO GATE 2"X3"X1/8" TUBE STEEL FRAME, MATTE BLACK PAINT FINISH, TYP. 2"X2"X1/8" STEEL TUBE FRAME, MATTE BLACK PAINT FINISH, TYP. 1/8" PLATE STEEL, NATURAL FINISH 4"X4"X3/16" HSS TUBE GATE POST, MATTE BLACK PAINT FINISH, TYP. EQ EQ EQ EQ EQ 1' - 0" 11' - 8" 1' - 0" FRONT OF DUMPSTER REAR OF DUMPSTER 7/8" 24 GA. PREFINISHED CORRUGATED METAL ROOF 4"X4"X3/16" TUBE STEEL COLUMN WITH EXPOSED END CAP, MATTE BLACK PAINT FINISH (TYP.) 3"X3"X3/16" TUBE STEEL BEAM WELDED TO COLUMN W/ EXPOSED END CAP - MATTE BLACK PAINT FINISH (TYP.) 2"X2"X3/16" TUBE STEEL PURLIN W/ EXPOSED END CAP - MATTE BLACK PAINT FINISH (TYP.) 10' - 4" MIN. OVERHANG AT FRONT & REAR OF DUMPSTER 1/8" STEEL PLATE SCREEN, NATURAL FINISH 2X2X1/8" HSS HORIZONTAL SUPPORTS, MATTE BLACK PAINT FINISH (TYP.) 6" 5' - 11" 4"X4"X3/16" TUBE STEEL COLUMN W/ EXPOSED END CAP, MATTE BLACK PAINT FINISH (TYP.) 6"X8"X1/2" BASE PLATE WITH (4) 5/8" X 10" EPOXY SET ANCHOR BOLTS WITH LEVELING NUTS AND LOCK WASHERS NON-SHRINK STRUCTURAL GROUT PACK (TYP.) CONCRETE SLAB THICKENED AT POST LOCATIONS AS INDICATED 1" 1' - 0" 2' - 5 1/2" 2' - 5 1/2" 6' - 0" 1' - 0" 1' - 6" THICKEN SLAB AT GATE POST FOR ANCHORS EQ 1/2" EQ 1/2" EQ 5' - 10" 4" MIN. 1' - 0" 5' - 0" B.O. STRUCTURE +/- 9' - 6" 1/2" / 12" SLOPE B.O. STRUCTURE (MIN.) 10' - 0" 4" REAR FRONT 9' - 8" 1' - 0" MIN. 1' - 2" EQ 2" EQ 3" 1' - 0" 5' - 10" 4" MIN. (11' - 8") COORD. DUMPSTER SELECTION 1' - 0" 4"X4"X3/16" TUBE STEEL POST WITH EXPOSED END CAPPED (TYP.), MATTE BLACK PAINT FINISH, (TYP.) 8"X8"X1/2" BASE PLATE WITH (4) 5/8" X 10" EPOXY SET ANCHOR BOLTS WITH LEVELING NUTS AND LOCK WASHERS NON-SHRINK STRUCTURAL GROUT PACK (TYP.) CONCRETE SLAB THICKENED AT 6" POST LOCATIONS AS INDICATED 1' - 6" 8" 6" EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ Ø 9/16" HOLE IN BASE PLATE (X4) 5"X8"X1/2" STEEL BASE PLATE CAST IN PLACE CONCRETE WALL; SEE ARCH SITE PLAN, STRUCT., & CIVIL FOR BALANCE OF INFO. 1/2" X 6" EPOXY SET ANCHOR BOLTS W/ LEVELING NUTS & LOCK WASHERS (X4). NO MORE THAN 1/2" OF BOLT TO BE EXPOSED ABOVE NUT - ENSURE CLEAN CUT OR GRIND T.O. BOLT TO AVOID SHARP EDGES (TYP.) HSS 4"X4"X3/16" POST - WELD TO BASE PLATE (TYP.) A101 1/2" = 1'-0" 1 DUMPSTER ENCLOSURE - PLAN A101 3" = 1'-0" 5 DUMPSTER ENCLOSURE GATE/HINGE DETAIL A101 1/2" = 1'-0" 2 DUMPSTER ENCLOSURE (2) - RCP/ROOF PLAN A101 1/2" = 1'-0" 7 TYP. DUMPSTER ENCLOSURE SECTION A101 1/2" = 1'-0" 3 DUMPSTER ENCLOSURE SIDE ELEVATION A101 1/2" = 1'-0" 4 DUMPSTER ENCLOSURE FRONT ELEVATION A101 1/2" = 1'-0" 6 DUMPSTER ENCLOSURE GATE POST DETAIL A101 3" = 1'-0" 9 8 METAL FENCE POST BASE A101 2'-10" 1'-8" 3' 24" TO NEAREST OBJECT 30" TO NEAREST OBJECT NOTE: - INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS